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Mostrando 1-4 de 4 artigos, teses e dissertações.
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1. Influence of granitic aggregates from northeast Brazil on the alkali-aggregate reaction
The alkali-aggregate reaction (AAR) in concrete structures is a problem that has concerned engineers and researchers for decades. This reaction occurs when silicates in the aggregates react with the alkalis, forming an expanded gel that can cause cracks in the concrete and reduce its lifespan. The aim of this study was to characterize three coarse granitic a
Mat. Res.. Publicado em: 15/04/2014
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2. DURABILIDADE DO CONCRETO COM CINZA DE CASCA DE ARROZ NATURAL SEM MOAGEM: MITIGAÇÃO DA REAÇÃO ÁLCALI-SÍLICA E PENETRAÇÃO DE CLORETOS / DURABILITY OF CONCRETE WITH NATURAL RICE HUSK ASH WITHOUT GRINDING: MITIGATION OF ALKALI-SILICA REACTION AND CHLORIDE PENETRATION
O emprego de cinza de casca de arroz (CCA) natural no concreto visa contribuir para a sustentabilidade da construção civil, destinando de maneira adequada, esse material que antes seria considerado um resíduo poluente. Porém, é necessária a investigação das consequências em substituir parte do cimento por CCA natural para produzir concreto com final
IBICT - Instituto Brasileiro de Informação em Ciência e Tecnologia. Publicado em: 06/05/2011
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3. Estudo de tratamentos com lítio no combate da reação álcali-agregado / Study of lithium treatments in mitigating alkali-aggregate reaction
The alkali-aggregate reaction (AAR) is one of the deterioration processes of concrete that most affects the structures of hydroelectric plants, concrete dams and bridges. In recent years, the efficiency of lithium based compounds to mitigate RAA has been proven in both the prevention and repair of the affected structures. With regards to treatment, the main
Publicado em: 2009
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4. Efeito de adições ativas na mitigação das reações álcali-sílica e álcali-silicato. / Effect of mineral admixtures in controlling the alkali-silica reaction and alkali-silicate reaction.
The alkali-aggregate reaction is a pathologic manifestation that can induce the premature distress and loss in serviceability of concrete structures affected. It is directly associated to the selection of materials (cement, coarse and fine aggregates, water and additives), as the interaction between these materials and environmental condition will grant the
Publicado em: 2007